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ASA-2011-17b City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3251 C U P E RT i N� FAX (408) 777-3333 Community Development Department October 12, 2011 . ArcTec, Inc. Attn: Jeff Oparowski 99 Almaden Blvd. #840 San Jose, Ca. 95113 SUBJECT: PLANNING COMMISSION ACTION LETTER - ASA-2011-17, TR-2011-48 This letter confirms the decision of the Planning Coinmission, given at the meeting of October 11, 2011, approving an Architectural and Site perxnit to amend a prior approval (ASA-2009-08) to make minor changes to the architecture, parking lot layout and a Tree Removal permit to amend a prior approval (TR-2010-08) in conjunction with new minor changes to the parking lot and landscaping at an existing shopping center, located at the sw corner of N DeAnza Boulevard and Homestead Road, according to Plannulg Commission Resolution No.(s) 6665 and 6666. Please be aware that if this Permit is not used within a two-year period, it shall expire on October 11, 2013. Also, please note that an appeal of this decision can be made within 14 calendar days from the mailing of the notice of the decision. If this happens, you will be notified of a public hearing, which will be scheduled before the City Council. Sincerely, .- " ,�, -- ,•'' /' �_ =� G� r ._..-_ � � —� Gary Chao City Planner Planning Department Enclosures: Resolution 6665 and 6666 CC: Brokaw Interests & Campus Park Assoc (The Sobrato Organization�, John Sobrato, 10600 N DeAnza Blvd #200, Cupertino CA 95014 g:/plannin I�earing/actionletterASA-2011-17,TR-2011-48 ASA-2011-17 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6665 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO RECOMMENDING APPROVAL TO MODIFY A PREVIOUSLY APPROVED ARCHITECTURAL AND SITE APPROVAL PERMIT (ASA-2009-08) TO ALLOW THE DEMOLITION OF 95,666 SQUARE FEET OF EXISTING COMMERCIAL SPACE AND THE CONSTRUCTION OF 147,790 SQUARE FEET OF NEW COMMERCIAL SPACE ARRANGED AS FOUR NEW COMMERCIAL SATELLITE BUILDINGS AND THREE NEW MAJOR TENANT SPACES IN AN EXISTING SHOPPING CENTER FOR A TOTAL OF 204,644 SQUARE FEET, ASSOCIATED SITE IMPROVEMENTS AND A 24-HOUR DRIVE- THROUGH PHARMACY AND TO MODIFY A PREVIOUSLY APPROVED TREE REMOVAL PERMIT � (TR-2010-08) IN CONJUNCTION WITH THE NEW CONSTRUCTION AND SITE IMPROVEMENTS SECTION I: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received an application for a Use Permit, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more public hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support said application; and has satisfied the following requirements: A. The proposal, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; B. The proposal is consistent with the purposes of this chapter, the General Plan, and zoning ordinance; C. The proposal will use materials and design elements such as horizontal siding, composition roof and simplified building forms that complement the existing and neighboring structures; NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for an Architectural and Site Approval Permit is hereby approved, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof; and That the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the public hearing record concerning Applications No. ASA-2011-17 & TR-2011-48 as set forth in the Minutes of the Planning Commission Meeting of October 11, 2011 and are incorporated by reference as though fully set forth herein. SECTION II: PROTECT DESCRIPTION Application No.: ASA-2011-17 Applicant: Jeff Oparoswski (Homestead Square) Location: 20580, 20620 and 20680 Homestead Rd Resolution No. 6665 ASA-2011-17 October 11, 2011 SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on the plan sets dated September 21, 2011 submitted by Arc Tec, titled "Homestead Square Retail Center" consisting of 25 pages labeled "A1-A17, C01-006, L1 and L2" as submitted by the applicant, except as may be amended by the Conditions contained in this Resolution. 2. LOT MERGER The applicant shall merge the three lots identified in the Santa Clara County Assessor's Tax Assessment Rolls as APN: 326-10-051, 326-10-060 and 326-10-063 into one legal lot. 3. PHASING PLAN Phase 1A The following improvements in association with the Phase 1A improvements will be completed to the satisfaction of the City prior to final occupancy of the Phase 1A buildings (Rite Aid): • Separated sidewalk in the public right-of-way along Homestead Road • Street landscape improvements in the public right-of-way along the Homestead Road • Pedestrian improvements in right-of-way recommended by the Fehr and Peers Inc Traffic Report dated Apri11, 2010 • Associated Parking lot improvements Phase 1B The following improvements in association with the Phase 1B improvements will be completed to the satisfaction of the City prior to final occupancy of the Phase 1B buildings (Pad buildings 2, 3, 4 and 5): • Separated sidewalk in the public right-of-way along Homestead Road and Franco Court • Street landscape improvements in the public right-of-way along the Homestead Road • Pedestrian improvements in right-of-way recommended by the Fehr and Peers Inc Traffic Report dated Apri11, 2010 • Associated Parking lot improvements Phase 2 Complete the rest of the shopping center (Major 1- 5, associated parking and landscaping) as identified in 4. REFINEMENTS TO THE SITE AND ARCHITECTURAL FEATURES The applicant shall work with staff to refine and finalize the site and architectural details prior to issuance of any building permits for the Pad buildings and the main shopping center building. The final site and landscaping details around the Rite Aid building must be reviewed and approved by the City prior to the final building approval of the Rite Aid building. 5. PARKING The applicant shall provide a minimum of 793 parking spaces in accordance with the approved site plan. Future tenants in the shopping center must obtain a business license and an administrative parking analysis is required to ascertain that parking is sufficient on the site. 6. BICYCLE PARKING The applicant shall provide bicycle parking/bike racks for the proposed commercial building in accordance with the City's Parking Regulations under Chapter 19.100 of the Cupertino Municipal Resolution No. 6665 ASA-2011-17 October 11, 2011 Code. Final location of the bicycle parking/bike racks shall be reviewed and approved by the Director of Community Development. 7. LIGHTING PLAN The final lighting plan shall be consistent with the requirements of the General Commercial (CG) Ordinance and shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 8. INGRESS/EGRESS EASEMENT The applicant shall obtain a reciprocal ingress/ egress agreement from the adjacent property owner/ s to the north-east of the property. The agreement shall be approved by the City and recorded on the property as a covenant prior to issuance of building permits. 9. PUBLIC ART Please refer to the U-2009-08 for the detailed requirements of the public art. The applicant shall submit a public art plan to be reviewed by the Fine Arts Commission prior to installation of the public art. The final site plan shall make the necessary changes to accommodate the approved art work to the satisfaction of the Director of Community Development 10. CONSTRUCTION MANAGEMENT PLAN A construction management plan shall be prepared by the applicant and approved by staff prior to issuance of building permits. The construction management plan shall include the following: a. Staging of construction equipment shall not occur within 75 feet of any residential property. b. Adjacent homeowner associations and/or property managers shall be notified by the applicant or his designee at least one week prior to each major construction stage. c. Contact information for construction related concerns shall be displayed prominently and a hotline shall be established by the applicant/developer to facilitate/remedy concerns or complaints. d. A copy of the construction management plan shall be provided to adjacent commercial property owners prior to the commencement of construction. e. The northerly driveway providing access to the Good year Auto Service Store shall not be blocked unless notice to the adjacent property owner is provided, consent is obtained and alternative means of access to the site is provided. 11. LANDSCAPE PLAN The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by the Director of Community Development prior to issuance of building permits. The landscape plan shall provide the following: a. Increase the width of the planter between all parking areas and the side property line to five feet in compliance with Section 19.100.040(N)(5) of the Parking Ordinance. b. Trees planted along Homestead Road shall be London Plane Trees, to match those already planted to the south and the east of the property. c. Plant a double row of London Plane trees along parking lot frontages on Homestead Road. d. Increase landscape screening in planters to the south of the Rite Aid loading dock to provide better screening. e. The landscape plan shall include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Xeriscape Landscaping, California DWR's Model Water Efficiency in Landscaping Ordinance and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. Resolution No. 6665 ASA-2011-17 October 11, 2011 f. The final landscaping plan must also examine any landscaping deficiencies along the southerly boundary and provide the necessary enhancements to screen the project from the adjacent residential uses. g. The revised landscaping plan shall be reviewed and approved by the City prior to issuance of building permits. 12. TREE PROTECTION As part of the demolition or building permit drawings, a tree protection plan shall be prepared by a certified arborist for the trees to be retained. This plan shall include all applicable recommendations made by the City's Consulting Arborist report dated January 8, 2010. In addition, the following measures shall be added to the protection plan: • For trees to be retained, chain link fencing and other root protection shall be installed around the dripline of the tree prior to any project site work. • No parking or vehicle traffic shall be allowed under root zones, unless using buffers approved by the Project Arborist. • No trenching within the critical root zone area is allowed. If trenching is needed in the vicinity of trees to be retained, the City's consulting arborist shall be consulted before any trenching or root cutting beneath the dripline of the tree. • Wood chip mulch shall be evenly spread inside the tree projection fence to a four-inch depth. • Tree protection conditions shall be posted on the tree protection barriers. • Retained trees shall be watered to maintain them in good health. • A covenant on the property shall be recorded that identifies all the protected trees, prior to final occupancy. The tree protection measures shall be inspected and approved by the certified arborist prior to issuance of building permits. The City's consulting arborist shall inspect the trees to be retained and shall provide reviews prior to issuance of demolition, grading or building permits. A report ascertaining the good health of the trees mentioned above shall be provided prior to issuance of final occupancy. Should any tree die due to construction activity or neglect, appropriate replacements shall be planted subject to the approval of the Director of Community Development. 13. PLAZA AREAS The applicant shall provide detail drawings of the plaza areas depicted on the site plan. These plans shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 14. SIGNAGE & SIGN PROGRAM Signage is not approved with this use permit application. The applicant shall be required to submit an application for a sign program and signage prior to installation of any signage on site. Signage shall conform to the City's Sign Ordinance. 15. BUILDING COLORS AND MATERIALS The final building colors and materials, including all awnings, trim materials, tiles, stone veneer etc. shall be reviewed and approved by the Director of Community Development prior to the issuance of building permit. 16. SCREENING All mechanical and other equipment on the building or on the site shall be screened so that they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. Resolution No. 6665 ASA-2011-17 October 11, 2011 Any mechanical equipment screening must have noise attenuation and be designed by a certified professional noise consultant to minimize noise impacts onto adjacent residential residents. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building perinits. 17. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials will be recycled prior to issuance of final demolition permits. 18. FIRE DEPARTMENT APPRATUS: Improvements to the fire apparatus located at the N. De Anza Boulevard driveway shall be made to the satisfaction of the Fire Department prior to building occupancy 19. PROTECT AMENDMENTS The Planning Commission shall review amendments to the project considered major by the Director of Community Development. 20. OTHER APPLICABLE CONDITIONS All of the conditions associated with the original use permit (U-2009-08) and tree removal (TR-2010- 08) must still apply unless superseded by the site and architectural conditions listed in this resolution. 21. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPT. 22. FRANCO COURT PEDESTRIAN CROSS WALK The applicant shall work with staff to study and design a potential new pedestrian crosswalk from the shopping center (near Pad 5) connecting to the Franco Park. The applicant is responsible for the design and the construction of said walk, if it is determined to be feasible, to the satisfaction of the Director of the Public Works. 23. DETACHED SIDEWALKS Detached sidewalks shall be provided along Homestead Road and along Franco Court up to the northern most driveway on Franco Court. The final design and location of the sidewalks shall be reviewed and approved by the Director of Public Works. 24. LOCATION OF STORMWATER MANAGEMENT FACILITIES Prior to issuance of building permits, the final design and location of the stormwater management faclilities shall be reviewed and approved by the Director of Public Works. Proper easements and agreements from adjacent property owners shall be provided by the applicant if necessary. Resolution No. 6665 ASA-2011-17 October 11, 2011 25. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 26. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 27. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forms of visual interference to adjoining properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 28. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 29. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 30. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 31. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post-development calculations must be provided to indicate whether additional storm water control measures are to be installed. 32. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 33. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. The developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 34. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits. Fees: Checking & Inspection $ 6% of Off-Site Improvement Cost or $4,101.00 a. Fees: minimum b. Grading Permit: $ 6% of Site Improvement Cost or $2,387.00 minimum Resolution No. 6665 ASA-2011-17 October 11, 2011 c. Development Maintenance $2,000.00 Deposit: d. Storm Drainage Fee: TBD e. Power Cost: ** f. Map Checking Fees: TBD g. Park Fees: TBD h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: a. Faithful Performance Bond:100% of Off-site and On-site Improvements b. Labor & Material Bond:100% of Off-site and On-site Improvement c. On-site Grading Bond:100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 35. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 36. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 37. NPDES CONSTRUCTION GENERAL PERMIT The applicant must obtain a Notice of Intent (NOI) from the State Water Resources Control Board, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 38. C.3 RE UIREMENTS The developer shall reserve a minimum of 4% of developable surface area for the placement of storm water treatment facilities on the tentative map, unless an alternative storm water treatment plan to satisfy C.3 requirements is approved by the City Engineer. The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are required. The Storm Water Management Plan will be required to receive third party certification (from a City approved reviewer) at the Developer's expense. Resolution No. 6665 ASA-2011-17 October 11, 2011 39. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 40. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. 41. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 42. WORK SCHEDULE A work schedule shall be provided to the City to show the timetable necessary for completion of on and off site improvements. PASSED AND ADOPTED this 11th day of October 2011, at a Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: Chair Lee, Vice Chair Miller, Brophy, Brownley, Sun NOES: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: / s/ Aarti Shrivastava / s/ Winnie Lee Aarti Shrivastava Winnie Lee, Chair Director of Community Development Planning Commission � � c k � � � � � � � k � $ PLANNING DEPARTMENT SUBMITTAL HOMESTEAD S UARE RETAIL CENTER Homestead Road & North De Anza Blvd. Cupertino, CA 95014 PROJECT TEAM OWNER: THE SOBRATO ORGANIZATION tp600 N. De Anza Blvd. Cupartirro, CA 95014 ARCHITECT: ARC TEC INC. :19 Almaden Boulevard, Suite 840 San Jose, CA 95113 PHONE: 408 496.0676 FAX: 408.496.1121 CONTACT: Cnig Almelah EMAIL' creipa�arctednc.wm CIVIL RUTH+GOING ENGINEER: 7216 The Alameda Santa Clare, CA 95159 PHONE: 408236.2400 FAX: 408236.2410 CONTACT. Mike Sheahy EMAIL: msheehy�ruthandgoing com LANDSCAPE THE GUZZARDO PARTNERSHIP, INC. ARCHITECT�. 181 Grcenwich St San Francisco, CA 94111 PHONE: 415.433 4672 F AX: 415.433.5003 CONTACT: Paul Lettieri EMAIL: plettieri�p-inc.com �a. _ .. �.. . . . .__ _ .. .... . . .. . � ......... __._.......__ ._. . . r. �a �� L�l 1 '�-t'�: ., . _ .��c�r � -��(;� /.�!_ � ^ : : � ��' ��%� �%� . . - , �� J., . . � . _ . .. .,,,,t , � . . .._... ..��,� a_ ,.,a �......,...,� �` ' 'i / � ._,.._.. -- ...'� ` (��/ ` k f f! 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Civil Engineeriny Land Surveying Plannlnq 7216 TNE NAYm� SANTA CIARA, G 95050 (�0!) 1�8-Sr00 R/C �OBE 11-0078 � so�eAta _ �,�,._.; W Z V � � � � J Q � Q � = m c� N � Vr y c/� p E-- Q .c z � W p � W z � � ~ o °� w y � 0 W U c� �° � �o Z N ' � Z O � �. J O � � � 2U DAlE DESCRIP110N 09.08.11 PLANNING SUBMITTAL EXISTING CONDITIONS CO1 PROJECT N0: 102708 P ; � a 0 rn I N O S � � a 0 i 3 m n ° E � r� s� / I �_ V �N � � 0 ; n o N � NOTE: 1. SEE SHEET C01 FOR LEGEND AND ABBREVIATIONS 2. 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Civil Engineering Land Surveying Plonning TTI6 111E ILWEDA S/WTA d.MA, G 95D50 (10!) 2]b2�OD Rt6 �IOBR �I-COR r SOBRATO - � = r � � Z t J � � � Ja-� � � = m � � N m � Q � � � Q Z Q L w � � W Z� �ft T � y oQ LL� �W-�o� � � � o Z y C Z � QO�a � + =U DATE DESCRIPTION 09.08.11 PLANNING SUBMITTAL PRELIMINARY UTII.ITY PLAN C 03 PROJECT N0: 102708 . .._� � _� � �ar� 1 t . �.,, � � � � �; V I a O V / a i P / m o O _� S o �� o_ _s =� �� s n o N 0 �C� KRISTAR — MEDIA FlLTRATION MW (MODULAR WETLANDS) — BIOTREATMENT ��S 1. FOR STORMWATER TREATMENT DETAILS SEE SHEETS CS & C6. 2. TRIBUTARY AREAS 2& 3 DRAIN TO PREVIOUSLY APPROVED MEDIA FILTRATION AND BIOTREATMENT FACILITIES. SEE THE STORMWATER DETAILS SHEETS FOR SUPPORTING CALCULATIONS. 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Civil Engineering Land Surveying Planning R�16 tNE i1LMlm� SWTA QARA, G 98050 IOE 7]6-2�00 ( ) RiG AOBR 11-0OR �SOBRATO ��°s W � �..� J H � � JQ � � = m fC N m � Q � y cl� p H' Q � Z � W � W z� oa � y oa V..� � W -� U � � � o Z N c z � Z 0 Ea � � =U DATE DESCRIPTIINJ 09.D8.11 PLHNNING SUBM�TTAL PRELIMINARY STORMWATER PLAN C 04 PROJECT N0: 102708 a BIOTREATMENT - ROO REAS BIOTREATMENT DETAILS - DRAINAGE AREAS 3. 7. 8 8. 10 A1 � 18" BIOTREATMENT SOIL MIX (SEE ` 6" PERMEABLE GRAVEL Y�. ;, , � . � ,a�� .. , 4" PERFORATED PIPE. SET PERFORATIONS ON TOP OF PIPE. BIOTREATMENT: 4" PERFORATED PIPE DETAIL N TS BtOTREATMENT MAINTENANCE INFORMATION: 6' & VARIES CC CURB W/ CUT BIOTREATMENT SOIL MI IF ADJACENT TO PARKING AREAS OR r 5" r �° BUILDINGS � � � 18 PAVEMENT ��;.,, �.� �� .�, ' � 6" � � 6" PERMEABLE GRAVEL 12" SD SEE DETAIL At 4" PERFORATED PIPE BIOTREATMENT TYPICAL SECTION AT DRAIN INLET N TS BIOTREATMENT NOTES: BIOTREATMENT CALCULATIONS TRIBUTARY DRAINAGE AREA MIN BASIN AREA REQ'D BASIN AREA PROVIDED EXCESS BASIN AREA AREA (SF) FOR 4% RULE (SF) (SF) AREA #3 4,754 190 0 -190 AREA #2-RITE AID 8,386 335 525 190 #3 +#2-Rll'E AID 13,140 525 525 0 (RITE AID ARFJ1 #2 WAS PREVIOUSLY OVERSI�D TO TREAT RUNOFF FROM AREA #3) AREA #7 7,987 319 360 41 AREA #8 8,148 326 360 34 AREA #10 12,184 487 550 63 Q:\Ci�il\11007B\Calcs\Biotreatment Basin Areas.xls SAMPLE CALCULATIONS: 1. TRIBUTARY AREA X 4% = MIN BASIN AREA 2. MIN BASIN AREA - BASIN AREA PROVIDED = EXCESS BASIN AREA 3. (S01� INFILTRATION RATE) X(AREA OF INFILTRATION) _(WATERQUALITY TREATMENT RATE) X(AREA OF DRAINAGE) (5 IN/HR) X(X SF) _(0.2 IN/HR) X(100 SF) 4. BYPASS FLOWS ENTER THE DRAIN INLET X=(0.2 IN /HR) X(100 SF) = 4 SF FOR 100 SF AND STORM DRAIN SYSTEM THAT HAVE ' S IN/HR BEEN DESIGNED FOR A TEN YEAR STORM. INFILTRATION AREA SHOULD BE 4� OF DRAINAGE AREA MAINTENANCE ACTiVIT1ES-BIOTREAlMENT SUGGESTED FREQUENCY 1.BIOTREATMENT SOIL MIX: SOILS FOR BIOTREATMENT FACILITIES MUST BE SUFFICIENTLY PERMEABLE TO INFILTRATE RUNOFF AT A MINIMUM RATE OF 5 INCHES PER HOUR DURING THE LIFE OF THE FACILITY, AND MUST PROVIDE SUFFICIENT RETENTION OF MOISTURE AND NUTRIENTS TO • INSPECT BASIN FOR STANDING WATER, SEDIMENT, SEMI-ANNUAL SUPPORT HEALTHY VEGETATION. SOIL MIX SHALL MATCH THE SPECIFICATIONS LISTED IN "ATTACHMENT L, SPECIFICATION OF SOILS FOR TRASH AND DEBRIS, AND TO IDEN�IFY POTENIIAL BIOTREATMENT OR BIORETENTION FACILIIIES" OF THE AMENDMENT TO THE MUNICIPAL REGIONAL STORMWATER NPDES PERMIT FOR SPECIAL PROe�s. PROJECTS, BIOTREAII�IENT SOIL AND GREEN ROOFS. ATTACHMENT L CAN BE FOUND ON THE SAN FRANCISCO BAY WATER QUALITY CONTROL • INSPECT BASIN ONCE DURING THE WET SEASON AFlER SEMI-ANNUAL WEBSITE AT: HTTP://WWW.SWRCB.CA.GOV/RWQCB2/WATERJSSUES/PROGRAMS/STORMWATER/MUNI/MRP/9-06-11/MRP_AMENDMENT_9-6-11.PDF A LARGE RAIN EVENT TO CONFIRM THE FACILITY IS �RniNiNC �nn-�iN �2 HouRS. 2. INSTALLATION OF SOIL MIX SHALL BE IN ACCORDANCE WITH THE "TECHNICAL MEMORANDUM: REGIONAL BIORETENTION INSTALLATION GUIDANCE, • IF THE FACIUTY FAILS TO DRAIN WITHIN 72 HOURS, AS NEEDED (INFREOUENT) BAY AREA STORMWATER MANAGEMENT AGENCIES ASSOCIATION" PREPARED BY WRA ENVIRONMENTAL CONSULTANTS, DATED NOVEMBER 12, 2010. REMOVE AND REPLACE THE TOP 2 INCHES OF 1NE THIS TECHNICAL MEMORANDUM CAN BE FOUND ON THE SAN FRANCISCO BAY WATER QUALITY CONTROL WEBSITE AT: Fl��R ME°i^. HTTP: //WWW.SWRCB.CA.GOV/RWQCB2/WATER_ISSUES/PROGRAMS/STORMWATER/MUNI/MRP/12-2010/MODEL_BIORETENTIONSOIL_MEDIA_SPEC_REPORT.PDF ARC TEC aacHrr�cTUwu r�cHNao�ia www.arctecinc.com Arimna veTMe� M RneMti a�mrr lSOL G f@.953.2355 F 6P2.95;.29!! Lalifania s.� �e, c.ur«M: n�u i �06.1%.0676 F �O[.1%.1121 n. �.iv n mrw. �►rnwr. �.rrY.. � �,�� _..,.......... �... .�..a..�. �.� � wc ic e.rr nw rr.,e �. r..ie ss�.�r n.�..v�o��.�+s.�.r� N�Y �1�� a!� IY� ys l� �� w�YY�w�sIW e wcicwsicm.w n.wrrcw r�ln w I�w/r �V NY I�� IIC 1G IIC R s�� N�iA� IYIy W a Ir�b rY r.w :.rr� w.'c rc is : � m. _ :: � ,._. •e iir MC R a R vq� � � - NC.IE�IC 2�� h assoaetion wlttt R�G RUTH AND GOING, INC. Civil Engineering Land Surveying Planning 2TI6 TIE N�IINDA SWTA QAR�, G 95050 c.uel zx-:�oo wc �o e/: n-ome _,; SOBRATO =,u,,<..:r, � MODULAR WETLANDS TREATMENT - DRAINAGE AREAS 4, 5 8 9 TREATMENT CALCULATIONS: � MODULAR WETLANDS MAINTENANCE INFORMATION: DRAINAGE AREAS 4 8, 5 �r vvc ni�nv &dlelo0.ffM CIiRTRI�Q IEDIA �4'7CRJ ��WRR SEPNUTI�1 BKRF �IKTLC YILLS 6' IEIfM �o sav� rFn i[ra� sumuz w+[� �eo+ vinv t�vau� errnss PER GiRlltmfi TY➢ SDIO B' PVC PHE; CIWqER SdOR4TmN BN"FI,[ wa nrn+ nncnnK ero.n pU1N y►EW rw swo e� rvc rwcs� o� 3 N 0 O M � I N ? a � / rn : 0 i m � ° E 0 �� ;o �= �� o_ � O �P� c� s n o� 0 r--21.0'� �IODULAR WETLAND SYSTEMS - LINEAR VAULT TYPE WE �TLA�IDS �FL�'�! BASED DESGIN �q„ m�, �,�, DRNDI DVN LD[ -$➢35 �' PVC P[PE UfIL.RllK IDoMed�fRFLN iIl7ER ImIA FLOWRATE$ vm�rw mnvn ama x�h wrz mvNUewr+ urc �s rcxroxarrn urwv c�we� m�cru rmrs SPECIFICATIONS TREATNENT �LOV RATE VItN � � G� � �� P � �� - .�7 �FS �R 12� �PM ��' INSTALL AT GRADE __ _. _______ O.D.OIMENSIONS PEAK INTERNAL AYPASS ROV RATE O' •QO�• ��liliilli I � �� '�� = 2�� X S� X 4.�� swo r wc w.us,�s - 4,C�8 �FS ' �� _ _ _ � � v �� STORRGE LAPFCITY (DEPCDENT ON INFLOV 6 �UTFLOV PiPE SRE) , _ = = " , = 1000 LBS �R �3,5 CF ��_�_� �8.5• � � ]0.0' 365' : O : : ra e• O�.B' .. r �:+2'lU� 6 _WAVF1 BE019NG -. ...�:, �� , .. . ' LEFT END VIEW � `�` � "` MAINTENANCE ACTiVIT1ES-MODULAR WETLANDS SUGGESTED FREQUENCY . TRIM VEGETATION AS NEEDED • CIFAN SCREENIN6 FILTER DEVICE BI-ANNUAL • CLEAN SEPARATION CHAMBER ANNUAL • REPLACE DRAIN DOWN FILTER • EVALUAIE AND REPLACE PRIMARY FILTRATION MEDIA �- 1 1/2 YEqRS • REPLACE WETLAND MEDIA 5- 20 YEARS rvc unnm v�rc �cccn wra vM+rv�r tN�DIwG 3m MI � �. ` �w ., � w . ..vi .. TO HYPqSS, ` r5� IN VETUrm MmIA PER '..� � . Ml�MFNC7INE$ RECNENMTIIM ,_' ,h� C'%1[' YtkVIWS PRVCRS 08.0' i 166.0' 30.0' r= rz.o• 266 0' 1 % 2' SLOT �'PVC � 010.0' 56.5" � ❑ O �48.0"� 60.0' rvt artvta.� r[r[ INSTALLATIDN NpTES ELEVA110N VIEW RiGHT END VIEW 1 INSTALL UNIT ON LEVEL BED OF GRAVEL �F AT LEAST 6' IN DEPTH. Patent No 7,425,262 2. C�NCRETE 28 DAY C�MPRESSIVE STRENGTH fc=5,000 PSI, p�EA�NSIDE 92Ua9 STEMS INL. DRnvt+ JIC� 7/�ISE09 TITLE' p,{ \ A/ S L I N E A R 3. REINF�RCING:ASTM A-6:5, GRADE 60. �y� yy - 4. $UPP�PiS AN N20 LOADING AS INDICATED BY AASHTO. xwr.MOOUloruetlunds.con EDITED V A U LT T Y P E 5. ALL WALLS ARE 6' THICK, BAFFLES ARE 4' THICK pkppklEiwtr nrm cOrsmEr+r�a� BOTTOM B' THICK, TO? 10' THICK. r� uro�ana �arn�rcn w rws coMn[nrs �IZE DWG. N0, REV 6, JOINT SEALANT BUTYL RUBBER ;S-S-00210 �p�� s i�[ sRt a+OeERtr or � M�UUR VETLMID SYSTENS UIC. ANY 7. MUST BE ADA COMPLIANT a[art�nQ+ �u Pwtr pr+ ns n vxaE A M W S- L- V VITfWT TI� vRI1TEN PQtMISSmH ff �u�w D uau sr;T[ns u�c ts SCALE 150 UNIiS =]NCHES SHEET 1 �F 1 W Is capacity � MWS greater MWS Is bypass Z Treatrnent 85�' %'� treatrnent than 10 yr 10 yr bypass capacity W Tributary Intensity Treated capacity treatrnent Intensity Flow capacity greater than � Area C factor (in/hr) Area (ac) Flow (cfs) (cfs) flow? (inlhr) (cfs) (cfs) 10 yr flow? � 4 0.85 0.2 1.16 0.20 0.27 yes 1.9 1.87 4.28 yes � 5 0.85 0.2 1.47 0.25 0.27 yes 1.9 2.37 4.28 yes a 9 0.85 0.2 0.93 0.16 0.27 yes 1.9 1.50 4.28 yes � Q:\Civil\1100761Calcs\DP-C3-calcs-modular wetlands.xls DRAINAGE AREA 9 M�DU�AR WET�AND SYSTEMS - �If�EAR GRATE TYPE AA1H IIhM FLLRF q TM ura�c e�noo� rnm+ �cnu �\✓ G I L/''U `1�.7 �FLOW BASED DESGIN �pp, ppy� �p( 5035 �, PK iIPE r vnN nm cun� mna Rnrz FLOW RATES � �� SPECIFIC�4TIONS IKLOV Ow�ER TR�NSRR P�ES PRIMPRY PEOX SNS I• PERF1F�iED PK P�UlG TREATMENT (LOV RPTE �� INSTALL AT SURFALE _,27 CFS OR 120 GPM _ an. n��rasmr+s �'��'��' � I III IIIIIIIIIIII = �2' X 5� X4,8' PEAK BYPA$$ FLOV RATE _ = 4.L�H CFS - _ - T� OF CRATE TD INVERT pUT __ _ __ - = 4.13' iiiiiiiii� i IIIIIIIIII ,, IIIIIIIIIIII ,, � sTIX+r�cE CnPnCtTr - = 1000 LBS OR 23.5 CF � CIMMIER ffPMGTfa YiRE � p,�17,[ vI�,LS 6' I�OR � PERUEI[R �IL7ER IRILIZIIL 9dkdofREFN �RiFR Im1A CNMOEk ffP�RnTO[M WTIE TRMIC PATED NSERT �RTER rxvr�n a+ns r�mri w�ss e.-a-z� ELEYATION VIEW ww nnv arca/e� emus .w sob g wc vm[s LEFT END VIEW ` f�-�� 24.5 � i i 9.5 1 1 _ _ � � mI0,0 4G.0 ma.6 � �i . .-' 6 1[DOMG',� . .. � a8.2 -+i I 165b - I h�- 30.3 -+i r 252.0 I INSTALLATI�N NpTES: z I. ]NSTALL UNIT �N LEVEL BED OF GRAVEL OF AT LEAST 6' IN DEPTH. FA TENT PENDING 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH fc=5,000 PSI. M�DULAR vETLAND SYSTEMS INC. P.0 BOX 869 3 REINFORCINGASTM A-615, GRADE 60. OCEANSIDE, CA 92049 .rr.MOdulor V etlands.con 4. SUPP�RTS AN H20 LOADING AS INDICATED BY AASHT�. PapaR¢tu�r r�n cu+r�n�NTV� TIS 1fiQtMRTIIN CpNTpINED IN THIS 5. H:L VALLS ARE 6' THICK, BAFFLES ARE 4' THICK 11RA�PIC+ 1$ TNE $RC PR�ERTT � BOTTOM 8' THICK, T�P 10' THICK, Mo�u+ u�t��wu srat�s �ec. r�r REPR�UCTIRI IN PMT Q+ AS A VIaE VITVOUT TIE VRITTEN PERMISSIR� OF 6, JOIN1 SEALANT n"�L RUBBER SS � �rnr�n srsr�MS i�c, u PRpHIBITEO. � 7 i � y ' " / � �.-. � , :� - 7 i - � � j-5 1M V�SIED RICE STU[ PER , i - ) MWFACTIId3 IRCNQ@17@' � ' - ry � - t� � . F-f� RLV CIXfNR V�LVES SIMO �' VVC �MIST�1BlF BNl VALVES �ss w�ra vNncver �mrc RIGHT END VIEW �, rsr 014.0 01.0 i� "__ ' _"_ 1 1 i i i 495 i ii 5'.5 li ° i' 11 � 48.0 � ea.o DISCIYRQ iIPE SMO IY WC n�nvN v. ��3 0� TITLE M w J L 1 I V L A� - EDITED �I�ATE TYPE car�ncH�s� SIZE DwG� N0� REV A MWS-�_-G SCALE 150 UNITS = INCHES ;iHEET 1 �F 1 W � W SAMPLE CALCULATION: � � Q=CIA=0.9X0.2X0.05=0.009CFS � _ � m � � � N � � � cn p � Q t Z 't'� W � W z � � � O� w (� � a ° W � C.7 � � � O Z � c - � - ,... z .......�....,�..._. � � # __...,_._ .,._., _,.ti._ O E a � ( 1� ,_ �V / 1 `�µ�� _� f � ,. � : " /��1 i�� j/DAiE DESCRIP110N � ... , 09.OBA�1 7 PLANNING SUBMITTAL t. . .. . ... .. , : i� ��r �l � . ..,.._ .. +., .. . . .:.ti�.�..,� ., d x> { _ '! - - ,... ._ . � _.; . . ; . : .. y � . � � �, ; � PRELIMIN Y STORMWA R �`�'� `�"" DETAIL ,.....,.,.,,,,,._-...,,.,, . -�..� w,.e-r.,......�.�,,,,,�,.,�,t-.�„�.�.�..��.,,.,�.. PROJECT N0: 1027D8 � $ 0 a V � _ N / a 0 � 0 � m r ° E 0 rn jo V o� :, ° �� ov �� 0 � MEDIA FILTER TREATM '- ROOF 8 PARKING AREAS � MEDIA FILTER TREATMENT - AREA 6 C � MEDIA FILTER TREATMENT - AREA 1 � � � TOF SECTION NOT $MOWN IN THIS VIEW �OF GIARRV. ACCESS COVERS SNOwN IN PH�MOM LL 024' MA%IMUM / d SEE NOTE 3 � \ F�OATABLES WEIR. �► � n PRIMARV BYGA55 BE1N'EEN A V / FLOW TMRU TUBES. � FLOw THRU TUBES IMO FILTER CHAMBER. . PERFORATED DRAIN-DOWN � t FEED-THRU. 3x \ 2X FLOW TNRU INLET WEIR/ TUBES PER nSSEMBLV. BvPASS nSSEMBIV. DETAI� A INLEi WEIR/BYPA55 ASSEMBLY BOLTED k GASKETED ACCE55 MATCHES. d� DRAIN-DOWN. SRES, OUANTfTV h PVICEMEM AS REOUIRED. SCALE NONE FlELD POURED CONCREfE COLLAR REOUIRED. BY O7HER5. SEE NOTE 2. SEE DEiNL A.-� 024" MAXIMUAI. SEE NOTE 3 MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRIOGE STACK CONFIGURATION 12' 18' 12' � 12' 17 � 18' � 25' 5.00' 5.75 8.50' �s�.00� �eo.00' ��.00� �e.00-� � 'S' [9 OC7 A aNwsioN 0 � �boa� ��,� � WNl TNICKNE55. � W�CINUM. SEE NOTE J � LL. a A �E-� �► ) 9.00' [ice.a� VENIED � OUfLET MOOD 8.00' [96.00"J PERK FlLTER� CARTRIDGES/STACKS � CAIiTRIDGE BrP�55 PORTS. VFNTED OU7L.ET HOOD MINIMUM DEPM11 $EE CHART k NOTE 6 �y I �TREATED OUTLE'f5. � MAXIMUM DRAIN-DOwN DEVICE. COr+CREfE F�SE FLOOa. SEE NOTE 3. SEE NOTE 4 SECTION A-A 8' VAULT TREATMIENT FLOW RATES, TOTAL ROW GPAqTIES 6 MA%IMUM HEAD LOSS :� � � �� er�ac on�Ereiw ,r ,r ,sa,z � '� N" 11EA7KNT IOTA�FLOW 7RMTYNff 70TKROW 1REA ROW 711EA11 ROWRA7E GP/�p1Y RDWMTE G1PdCIIY 0.0WMTE GPACI7V 0.QNI (�n rorr�cFS� �si rorr�w� �tqi �owiat� rcss� iow� L9L'd.�r'k7PJ� � (PER PREVIOUS PLANNING APPROVAL) MEDIA FILTER TREATMENT - AREA 1-RITE AID r .50 [6.00� S TYGICAL T WPLL TMILKNESS � � LL a a�<' MAXIMUu O SEE NOTE 3. 6 �, ,�z.00� �� 7.00' �so.oa7 VEN7ED q oun�r O HOOD � -1 PERK FlLTER� CARfRIDGES/STACKS. - CnRiRiDGE B1'PA55 PORT. � vENTED OUfL£f HOOD MINIMUM DEP'F'. SEE CHART k NOTE 6 " � �-►► 2% INLEf WEIR�BYPA55 ASSENBLY. 024" MA%IMUM. O O SEE NOTE 3 n 0 ~ u o A O O FLOATABLES wEIR. PRIMARY BYPAS$ BEfwEEN FLOw THRU 7UBE5 FLOw THRU TUBES IMO FILTER CFIAMBER. PERFORATED DRAIN-DOwN FEED-TMRU. Zx FLOw THRU 7UBE5 PER �SSEMBLY BOL7ED h GASKETED ACCE55 HATCHES. - SIZES, OUANi1TV k PL4CEMEM AS REOUIRm. FlELD POURED CONCRETE COLL4R REOUIRm, DETAIL A Bv OTHERS SEE NOTE 2 INLEf w�R/BVVASS ASSEMBLY k DR�IN-DOwN. SEE DEfNL A. � SCALE NONE . . . ,. .. C24� MA%IMUM.� SEE NuTE 3. � .75' [9.00"f ORAIN DOwN-DEVICE. SEE NO7E �. MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRIDGE STACK CONFIGURATION �r �e� �r+�r �r.�e� 4.25 5.00' S.75 8.50' (51.00'J [60.00'J �89.00� [l8.00'J TRFATE� OUTlETS. �C24� Wl%IYUM CONCRETE FALSE FLOOR. SEE NOTE 3. SECTION A-A 6' VAULT TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES 6 MAXIMUM HEAD LOSS A GARTRIDGE STACK CONFIGURATION CARTRIDGE DIMENSION 17 18' �r s�r �r a�r STACK - LENGTH - TREATMENT TOTAL FLOW TREATUIENT TO7AL ROW TREATMENT TOTAL ROW TREATMENT NTAL ROW OUANTiTY FLOW RATE CAPACRY ROW RATE GIPACITV FLOW RATE GPACITV FLOW RA7E GPACIT'/ (ID-FEEn (f.pM I CFS) (�) (r+� I CF8) (CFS) (G� I CF$) (CFS) (GP1+1 I CFS) (CFS) 4 7 18/0.11 5.7 72/0.18 B.5 98/021 9.7 120/027 13.0 5 7 80 / 0.13 5.7 90 / 020 B.6 120 / 027 9.7 750! 0.33 13.0 8 9 72 I 0.18 S.B tOB ! 024 8.8 144 / 0.32 9.B 180 / 0.10 13.1 7 9 84 / 0.19 5.B 128 / 0.28 8.9 188 f 0.37 9.9 270 ! 0.47 73.2 8 � 98/ 027 5.B 144 / 0.32 8.7 192 ! 0.43 9.9 210 / 0.53 132 9 11 108 / 024 5.8 182/0.36 8.7 218 / 0.48 10.0 270 / 0.80 13.3 70 11 120 / 027 5.9 780 ! 0.60 8.8 2�0 ! 0.53 10.0 300 / 0.87 13.4 11 11 732/029 5.9 798 / 0.44 8.8 28l / 0.59 10.1 330 / 0.74 13.4 MAXIMUM HFAD LOSS 1.7 FEET 2.3 FEET 2.9 FEET 3.5 FEET TITLE f�'��nd Perk Filter �,� KriStar Enterprises, Inc. �� Perk Filter � KriStar Enterprises, Inc. � 8' WI DE CONCRETE VAULT ��"�' P'� �n� R�, cn ssao� 6' WIDE CONCRETE VAULT 3so s�mor, ��, s� R�, cn ssao� Ph: 800.579.8819, Fex: 707.524.8186, www.ktistar.com Ph: 800.579.8818, Fex: 707.524.8186, www.krister.com SIX TO THIRIY ONE CARTRIDGES / STACKS ° pF-V A E �� oos� �PR a�zs�„ PR ��a�oa sHE�r z oF z FOUR TO ELEVEN CARTRIDGES / STACKS °R PF V-�6-000� A" oos� JPR a�zs�i, � aR ��e�os, sHE�r z oa z MEDIA FILTER CALCULATIONS �S capacity Is bypass Kristar greater Kristar capacity Treatment g5� %��` treatrnent than 10 yr 10 yr bypass greater Intensity Treated capacity treatrnent Intensity Flow capacity than 10 yr Tributary Area C factor (iNhr) Area (ac) Flow (cis) (cfs) flow? (in/hr) (cis) (cis) flowl 1 0.85 0.2 5.19 0.88 0.96 yes 1.9 8.38 15.10 yes 2 0.85 0.2 0.21 0.04 1.9 0.34 1-RfTE AID 0.85 0.2 1.90 0.32 1.9 3.07 2+ 1-RI7E AID Total: 0.3f> 0.40 yes Total: 3.41 6.90 (RITE AID AREA Jk1-RITE AID WAS PREVIOUSLY OVERSI�D TO TREAT RUNOFF FROM AREA 6 0.85 0.2 2.75 0.47 0.48 yes 1.9 4.44 10.00 Q:1Civil\1100761Calcs\98085GDP-C3�alcs-Kristar. xls SAMPLE CALCULATION: 0= CI A= 0.85 X 0.2 X 0.05 = 0.009CFS yes yes � 01B MAXIMUM.� SEE NOTE 3 � ) O O Ronrne�ES weia. � A m o 0 PRIMARY BYPA55 BE�WEEN FLOw TMRU / TUBES ; INLE7 wEIR/BYPAS'_ FLOw THRU TUBES ASSEMBLY. IMO FlLTER CHAMBER. PERFORATED DRNN-DOWN �EED-THRU. 2X ROW THRU TUBE$ PER ASSEMB�Y. DETAIL A INLE'f WEIR/BYPA55 rSSEMBLT BOLTED h GASKETEG ACCE55 HATCHES. B DRAIN-DOwN SIZES, OUAM1TV & PLACEIAENT AS REOUIRED. SCALE�. NONE FlEIP POURED CONCRE7E COLLAk REOUIRED, BY OTHERS. SEE NOTE 2. m24' BOLTED k GASKE'fED ACCE55 CMER AS REOUIRED FIELD POURED CONCREfE COLLNi REOUIRED. BY OTHER� SEE NOTE 2 SEE DETaL A IN� wEIR/B�nSS nSSEMBLr. •� mtE' MN(IMUA! -\ ' � SEE N01E 3 1 �,.j �� + � n n MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRIDGE STACK CONFIGURATION ir �r +r+�r �z•*�e• 425 5.00' S.75 6.50' �s,.00�l [so.00'1 1�.�'1 ne.00'1 .50' [6.00'] TrPICn� WA�y 1NICKNE55 � 118� MhXIAIUM. SEE NOTE 3 �► I a oo' [48.00 � A s oo' ( [60I0'] J PERK Fl�7ER" CARTRIDGE/$TACKS. �- CARTRIDGE BYPASS POR7. VEN7ED OUTLEf I HOOD. AIINIMUM DE�T'n. SEE CHAfiT @ NOTE 6. �+► 75' [9.D0� DRAIN DOWN-DEVICE. TR[ATED OUTIFTS' !IB' MA%IMUM. SEE NOTE 4. CONCRE7E FALSE FLOOR SEE NOTE 3. SECTION A-A TITLE � � ��and Perk Filter ,� ,� KriStar Enterprises, Inc. 4' WIDE CONCRETE VAULT 3so sutto� P�ace, Santa Rose, c.�► ssao� Ph: 600.579.8819, Fax: 707.524.8186, www.kristar.com THREE TO SEVEN CARTRIDGES / STACKS DRAWING NO. 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Civil Engineering �and Surveying Planning Zt16 TIIE ALIIIFD� SWTA QAR/� U 95050 (�0!) 2I�Y�00 Ru ,a eR „-0me �• SOBRAT� � W � Z W � J � a � W � W � Ja � > �� c � N C C m � � c/� p �' Q L Z � w � W Z� � a ~ o� w t/� � Q � W -� � � � � o z a� � Z � � ZOEa � Z 2U DAIf DESCHIPTION 09.08.11 PLANNING SUBMITTAL PRELIMINARY STORM�'VATER DETAILS C 06 PROJECT N0: 702708 �� i �� i � } '� ' i�� '� � �� . . � �� _� _ .,_ -- ,ti . � ' �' -,.r_ - - _ _ _ _'. _ _ _.�..�..- - �..._. _ _... '��; � __ �i `�,� . � � i , ` - r'" 7 �� r : ' , . - `.i` �,;" . ...%'!�_. , . �4 ?�,. i � \_ r'. -_ 7 r^ X � � _ - � �?;r. _ _ 7 � } i ; � > - r � � ¢ �.. � _ ` � ' � '. �.._._. -»�_- ; -� ;"'_,-'-.�-'_ � , � � .� �, � ' 4 � ,_ � EXISTING , � RETAIL , _ � _�.�_„n "4 ,. ' . � ' �� i , _ �.� . � i .. -_ t ,'��. i �`"'� � �'� , - � ' _ . j "_.,. r }° `� _ _ j �—_ -� 4 ,% . u �'^,�� . ^' � , � ~ ENDISLANDACCENTTREES, CHANTICLEER FLOWERING PEAR, �� _ � �20' BOX TYP / � r � ; �..J-, ' i , i , �� ; ' ;- .�� ; _�: �� ; -- f i ; � �r � , ; � m �" .�_::. w . , N ; � .. `� � Q ` 1 »..�..�� -� } . y� ,.? _ � 0, I � � _ ; � � . � ,� I: " O '�_`� ; ��, z � ,: -'..� � � . � 4 - � � M i � � , �'�. � I c i -- f i� i ; .�'r- �' �^� x 7 Y rfi r , ;�' ' ,�-� �_,� �� ,� � � �. � ��s, �x � �T ' . � 4.� �- ; N . ��_. { : _ �� _��_ __ _ ��.� f � � . . = ye...<. �- � -�: `. `� �,- � .a... _ , �- _ �� Q � �, EXISTING _____ 'i RETAIL �� r -= I _ � � � �� r-� •�---. . � � k �.. �� :� '.,.��,��` r � . ,� t.-= � =� _ ,: L. � - ' � ewsnN� rne�s TO REMAIN TVi. F UTU R E R ETAIL-2 FUTURE RETAIL-1 PAL M TREE W/ lR EE GItATE, rn. BIKE RACKS, TYP. s ��= %�� rrl ��/il � Cl_Yi Q.�,. DROUGHT TOLERANT SCREEN SNRUBS AND GRASSES IN FRONT Of LOADING DOCK {ND ISLAND ACCENTTREES, FLOWERING LOCUST, 24' BOX,TYP �---- I � �H' ■ :: ;e: .. ' ' ii� � ■ � q 1� � � 1 � � �.�w•; 7 � ■ , � i�\\\: I n�u�u��nu�nninnnn�.■ � ,, _ ' �� . . �,: �.; � s � a � 1 �� 1� ' � � f ,_� �i , � --`� i � �� ' ` ----�__._ - _ � .� ��`l r ,.. . . %' . :,.,,t...rt, . ` ' � �.�� . - �-• -'-• " ,-�.-.-_ � _�� SAFEWAY ENLARGEMENT AT FOUNTAIN7 AREA. SEE SHEETI-2. TABLES AND pARKING LOT SHADE -FOUNTAIN �CMAIRS, NP. �7REFS,CMINESE ELM. N' BOX TVP. � � I T �---- I �� ;� ---- � �� !1 �, : •lUq�V��/l��N!�� - i��r�� rra rrrr.:.;•::;!� ►��e ., ��a��• �� a.-c. ;�.. .��:w:::. � ,,. ;,. '' ..�� o ��+�� `� �/ �►�ra\' � �!;:ri �� COLORED r NEW PAD 2 � �BIKE RACKS,IYP NEW PAD 3 f � _. �. r ' r• ; K _!... w EXISTING REfAIL � � �; END ISLAND ACCENTTREES, FLOWERING LOCUST, 24' BOX, TVP. 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